EXPERIMENTAL PROCEDURE FOR SLIP FACTOR DETERMINING AT CONNECTIONS WITH PRELOADED BOLTS

Authors

  • Marina Poposka University “Ss. Cyril and Methodius”, Faculty of Civil Engineering Skopje
  • Borjan Petreski University “Ss. Cyril and Methodius”, Faculty of Civil Engineering Skopje
  • Petar Cvetanovski Faculty of Civil Engineering, Technical University of Kosice, Department of Geotechnics and Traffic Engineering
  • Denis Popovski University “Ss. Cyril and Methodius”, Faculty of Civil Engineering Skopje

Keywords:

bridges; connections; Eurocode 3; preloaded bolts; slip factor; surface preparation

Abstract

This article presents the advantages of using preloaded bolts in connections of steel structures. First we discussed the main differences between preloaded bolts and shear bolts. Then we explained the categories of shear connections and the categories of friction surfaces, along with their associated surface preparation and slip factor. To connect theory and codes with experiment, we showed the basic expressions used to calculate the design resistance of preloaded bolts and compared the design resistance of shear bolts. The slip factor was tested according to EN 1090-2:2008, Annex G, for two series of specimens, identical to those used in bridges in the Republic of Albania.

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Published

2014-07-04

How to Cite

Marina Poposka, Borjan Petreski, Petar Cvetanovski, & Denis Popovski. (2014). EXPERIMENTAL PROCEDURE FOR SLIP FACTOR DETERMINING AT CONNECTIONS WITH PRELOADED BOLTS. Advances in Civil and Architectural Engineering, 5(8), 37–43. Retrieved from https://hrcak.srce.hr/ojs/index.php/acae/article/view/19880

Issue

Vol. 5 No. 8 (2014)

Section

Articles